| ²é¿´: 7487 | »Ø¸´: 23 | |||
²×ÀË֮ˮ_гæ (ÕýʽдÊÖ)
|
[½»Á÷]
Ͷ¸åEngineering Geology£¬Éó¸åÒâ¼û£¬²»Ì«¸ºÔð°¡£¬ÕâÊÇÒ»¸ö¶¥¼¶ÆÚ¿¯µÄ̬¶ÈÂð ÒÑÓÐ16È˲ÎÓë
|
||
|
Comments from the editors and reviewers: -Reviewer 1 After reviewing this paper, a few comments have been made: 1. The ideas are not new 2. The quality of this paper has not met the requirement of this journal -Reviewer 2 This paper presents a mathematical analysis of strength reduction parameters for slope stability analysis. Overall the paper is well organised. The English is generally good, but needs some editing to improve minor grammatical problems. The material relies entirely on mathematical analysis of theoretical slopes with no application to real-world examples. µÈ´ýÈý¸öÔºó£¬Á½¸öÉó¸åר¼ÒÕâô¼òµ¥µÄÒâ¼û£¬µÚÒ»¸öר¼ÒÖ±½Ó˵²»ÐУ¬µÚ¶þ¸öר¼ÒÈÏΪ»¹¿ÉÒÔ£¬×îºóÖ÷±àÖ±½Ó¾Í°ÑÕâÆªÎÄÕ¸ɵôÁË¡£ µÚÒ»¸öר¼ÒÈÏΪÂÛÎĵĹ۵㲻У¬Õâ¸öȷʵ²»¸Ò¹¶Í¬°¡£¬½ö½öƾÕâÒ»µã£¬ÎÒ¾ÍÖªµÀËûѹ¸ù¶ùûÓÐÈÏÕæ¿´ÎÄÕÂÄÚÈÝ¡£ ¿´À´Í¶¸åÒ²ÐèÒªÔËÆø£¬ÍòÒ»Ë͵½ÈÏͬ×Ô¼ºÂÛÎĹ۵ãµÄÉó¸åÈËÊÖÀ¾ÍÒ»ÇÐ˳Àû¡£ |
» ²ÂÄãϲ»¶
Ò»Ö¾Ô¸°²»Õ´óѧ0817»¯Ñ§¹¤³ÌÓë¼¼Êõ£¬Çóµ÷¼Á
ÒѾÓÐ12È˻ظ´
Çó²ÄÁϵ÷¼Á£¬Ò»Ö¾Ô¸Ö£ÖÝ´óѧ289·Ö
ÒѾÓÐ3È˻ظ´
265Çóµ÷¼Á
ÒѾÓÐ9È˻ظ´
085600²ÄÁÏÓ뻯¹¤µ÷¼Á
ÒѾÓÐ20È˻ظ´
ר˶ 351 086100 Ò²ÊÇ¿¼µÄ²Ä¿Æ»ù ±¾¿ÆÒ²ÊDzÄÁÏ
ÒѾÓÐ6È˻ظ´
085600ר˶²ÄÁÏÓ뻯¹¤348·ÖÇóµ÷¼Á
ÒѾÓÐ10È˻ظ´
085600 295·ÖÇóµ÷¼Á
ÒѾÓÐ21È˻ظ´
285Çóµ÷¼Á
ÒѾÓÐ5È˻ظ´
Ò»Ö¾Ô¸0817»¯Ñ§¹¤³ÌÓë¼¼Êõ£¬Çóµ÷¼Á
ÒѾÓÐ8È˻ظ´
271·ÖÇóµ÷¼ÁѧУ
ÒѾÓÐ3È˻ظ´
С»Ò»Ò09
Òø³æ (ÖøÃûдÊÖ)
- Ó¦Öú: 0 (Ó×¶ùÔ°)
- ½ð±Ò: 4367.8
- É¢½ð: 675
- ºì»¨: 13
- Ìû×Ó: 1448
- ÔÚÏß: 254.6Сʱ
- ³æºÅ: 3470653
- ×¢²á: 2014-10-12
- ÐÔ±ð: MM
- רҵ: ¸ß·Ö×Ó²ÄÁÏÓë»·¾³
2Â¥2018-08-28 09:01:43
yuanmenglei
ÖÁ×ðľ³æ (Ö°Òµ×÷¼Ò)
¾ý×Ó
- Ó¦Öú: 2 (Ó×¶ùÔ°)
- ½ð±Ò: 15545.3
- É¢½ð: 808
- ºì»¨: 10
- Ìû×Ó: 3357
- ÔÚÏß: 1946Сʱ
- ³æºÅ: 2921956
- ×¢²á: 2014-01-09
- ÐÔ±ð: GG
- רҵ: ÄÜÔ´»¯¹¤
¡ï
Сľ³æ: ½ð±Ò+0.5, ¸ø¸öºì°ü£¬Ð»Ð»»ØÌû
Сľ³æ: ½ð±Ò+0.5, ¸ø¸öºì°ü£¬Ð»Ð»»ØÌû
|
ÕæµÄÊÇÐèÒªÔËÆø£¬Óöµ½¿´²»ÉÏÄã¶«Î÷µÄÉó¸åÈË£¬Ëû»áÓÐÒ»Íò¸öÀíÓɾÜÄã ·¢×ÔСľ³æAndroid¿Í»§¶Ë |

3Â¥2018-08-28 09:09:32
ÄäÃû
Óû§×¢Ïú (ÖøÃûдÊÖ)
- Ó¦Öú: 0 (Ó×¶ùÔ°)
- ½ð±Ò: 592.1
- É¢½ð: 3302
- ºì»¨: 19
- Ìû×Ó: 1540
- ÔÚÏß: 330.7Сʱ
- ³æºÅ: 0
- ×¢²á: 2017-04-01
- רҵ: ·ºº¯·ÖÎö
5Â¥2018-08-28 09:42:05
zhuanqian
ľ³æ (ÕýʽдÊÖ)
- Ó¦Öú: 2 (Ó×¶ùÔ°)
- ½ð±Ò: 2397.6
- Ìû×Ó: 365
- ÔÚÏß: 27.3Сʱ
- ³æºÅ: 2593342
- ×¢²á: 2013-08-12
- ÐÔ±ð: GG
- רҵ: ú̿µØÏ¿ª²É

10Â¥2018-08-28 16:47:41
cugfearless
гæ (ÕýʽдÊÖ)
- Ó¦Öú: 0 (Ó×¶ùÔ°)
- ½ð±Ò: 2425.3
- É¢½ð: 50
- ºì»¨: 5
- Ìû×Ó: 523
- ÔÚÏß: 33Сʱ
- ³æºÅ: 5180291
- ×¢²á: 2016-10-30
- רҵ: ÑÒÍÁÓë»ù´¡¹¤³Ì
¡ï
Сľ³æ: ½ð±Ò+0.5, ¸ø¸öºì°ü£¬Ð»Ð»»ØÌû
Сľ³æ: ½ð±Ò+0.5, ¸ø¸öºì°ü£¬Ð»Ð»»ØÌû
|
¿ÉÄÜҲûÓÐͳһµÄ˵·¨£¬ÎÒÃÇÒ»°ãÈÏΪÊÇÓ¢¹úµÄGeotechnique£¬ÃÀ¹úµÄJournal of gentechnical and geoenvironmental engineering£¬¼ÓÄôóµÄCanadian geotechnical journalºÍÈÕ±¾µÄsoils and foundations ·¢×ÔСľ³æIOS¿Í»§¶Ë |
19Â¥2018-10-05 13:55:36
zhangzlnuaa
гæ (СÓÐÃûÆø)
- Ó¦Öú: 0 (Ó×¶ùÔ°)
- ½ð±Ò: 159
- ºì»¨: 1
- Ìû×Ó: 102
- ÔÚÏß: 18.6Сʱ
- ³æºÅ: 7268057
- ×¢²á: 2017-10-07
- ÐÔ±ð: GG
- רҵ: ¹âѧÐÅÏ¢»ñÈ¡Óë´¦Àí
¡ï
Сľ³æ: ½ð±Ò+0.5, ¸ø¸öºì°ü£¬Ð»Ð»»ØÌû
Сľ³æ: ½ð±Ò+0.5, ¸ø¸öºì°ü£¬Ð»Ð»»ØÌû
Èç¹û²»ÊÇÐÂÏë·¨µÄ»°£¬ÄÇ±ß»á¸ø³öÓëÄãÎÄÕÂÏàËÆµÄÎÄÏ×£¬¹©±ÊÕ߲ο¼Ò»Ï¡£¿´À´È·ÊµÓöÈ˲»Êç°¡¡£Ã»Ê£¬Ö»ÒªÎÄÕÂÔÚÊÖ£¬Ã»Óз¢²»³öÈ¥µÄÂÛÎÄ![]() ·¢×ÔСľ³æIOS¿Í»§¶Ë |

4Â¥2018-08-28 09:33:14
ÄäÃû
Óû§×¢Ïú (ÕýʽдÊÖ)
- Ó¦Öú: 0 (Ó×¶ùÔ°)
- ½ð±Ò: 1124.1
- É¢½ð: 16
- ºì»¨: 1
- Ìû×Ó: 309
- ÔÚÏß: 69.8Сʱ
- ³æºÅ: 0
- ×¢²á: 2015-06-13
- ÐÔ±ð: GG
- רҵ: ÊýÂÛ
6Â¥2018-08-28 09:47:02
ÄäÃû
Óû§×¢Ïú (СÓÐÃûÆø)
- Ó¦Öú: 1 (Ó×¶ùÔ°)
- ½ð±Ò: 3273.7
- É¢½ð: 242
- ºì»¨: 1
- Ìû×Ó: 168
- ÔÚÏß: 181.8Сʱ
- ³æºÅ: 0
- ×¢²á: 2013-01-03
- רҵ: ÑÒÍÁÓë»ù´¡¹¤³Ì
7Â¥2018-08-28 14:06:37
ʯÓͳÈË
½ð³æ (Ö°Òµ×÷¼Ò)
- Ó¦Öú: 77 (³õÖÐÉú)
- ½ð±Ò: 3297.6
- É¢½ð: 9
- ºì»¨: 98
- Ìû×Ó: 4668
- ÔÚÏß: 354.8Сʱ
- ³æºÅ: 2907942
- ×¢²á: 2014-01-01
- רҵ: ×ê¾®¹¤³ÌÓëµØÈÈ¿ª²É
8Â¥2018-08-28 14:11:00
²×ÀË֮ˮ_
гæ (ÕýʽдÊÖ)
- Ó¦Öú: 4 (Ó×¶ùÔ°)
- ½ð±Ò: 547.5
- É¢½ð: 213
- ºì»¨: 2
- Ìû×Ó: 336
- ÔÚÏß: 90.2Сʱ
- ³æºÅ: 3034528
- ×¢²á: 2014-03-10
- ÐÔ±ð: GG
- רҵ: ÑÒÍÁÓë»ù´¡¹¤³Ì
9Â¥2018-08-28 15:07:30














»Ø¸´´ËÂ¥

